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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL OTES: STRUCTURAL DESIGNCRITERIA INDEX OF II IUA INGS R316.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, n S $ S 3000 SL COLUMNS AND BEAMS A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OFTERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH PLUS OR MINUS 1", AND HAVE 270 5% AIR ENTRAINMENT, Al 28 DAYS OF 2500 P I ( LAB ) P ( )� NO A MAXIMUM WATER/CEMENT RATIO OF 0.63, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL CODE 7TH REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS: FLORIDA FIRE PREVENTION EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST: 3: HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A.25" LAP PROVIDED EACH WAY, NFPA 70.17, NATIONAL ELECTRICAL (NEC2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ /2" TO FORM U.N.O. A10134M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BEN TO BE MIN .T5 LBS OF FIBER PER CUBIC YARD. W DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPO tARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING I EINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHI SNE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECC RD FOR WRITTEN APPROVAL. 1, CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT. INFESTATION S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F'OF THE FLORIDA BUILDING CODE 7th, EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH TN THE E AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WIT 1 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000PSI if m = 2000 PSI) 2 MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. AT 28 DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH 1, MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING. CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. MET R WOVEN WIRE ECORROSION-RESISTANT MATERIALS. EXPANDED AL 0 LATH AND LATH ATTACHMENTS SHALL B OF LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE. 5. GRADE 40 U.N.O.UNOVERTICAL REINFORCEMENT SHALL BE HELD 0 IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA R 1 Fi, ROOF RAFTERS ROOF RAFTERS CLG) LL 180 / LL/360 T 120 U TL/240 LATH SHALL BE ATTACHED WITH 1.1/2" WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN E CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. (W/O STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 C N LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PIASTIC.SCREEN,METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL.MAX R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHA ILL BE ABOVE AND BELOW ALL WALL OPENINGS. .3/4" *** TLMAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER OR CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED , 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR ( ) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. FACING MATERIAL IS COMPLETELY 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CC DE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OFTHE TYPES LISTED IN R703.7.2. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAFWALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 3 WATER -RESISTIVE BARRIERS, TOP CHORD LL 20 20 20 20 WATER-R703.7 WATER-RESISTVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER BARRIERS END BRACING) SHALL 8E EITHER AS SPECIFIED IN PLAN OR ETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DI. 7 7 15 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR RY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE Cj INTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL. 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT H VE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA: SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS: SHIELDS. ALL HOLES OVER 1" IN DIA: FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP.,U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEM GALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT AP ROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/. LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-AOR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAIN LESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OF CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITI, CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN NOTE: LL REDU E E N . 1 ASPHALT FELT OR OTHER APPROVED WATER-RESISTIVEL INSTALLATION INSTRUCTIONS. TH 0 5 S MANUFACTURER'S ISH 0 WING MIN VALUES 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING 1 U.N.O. ' BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Po = 2400 PSI MICRO (LVL). BEAMS: 2.0E Po= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Po=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK:. PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16"STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE - V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT,.AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM' AREA ® 05 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 0 50 (.) 27.1 O 31.1 0 (+) 23.4 (+) 23.4 300 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* FIT SOFFIT 9'.0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 0 27.5 (-} 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE I ONLY W N 4' " F ALL EXTERIOR BUILDING CORNERS. 0 S O /I -0 0 0 U G * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAIL'S? S-3 DETAIL.) S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC ,111 �,``�1u urr, O TOR •,. �`•���� 6 C �.: � G M ,,. No ^* E APT Juntt o I� a I m c 0 gTv. S p i N c m. L, F� �i cc g A �•� �� c m FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS PECIFIED. TOP CHORD DL 10 (PSF) _ INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUIDAPPLIED MEMBRANES USED AS FLASHING ----- E 9.M�r�, Q -99� a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES'- BOTTOM CHORD LL o (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSLRB s� IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 5 c LL g B c 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN m O PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN AC DANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING W 09� s & o TM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED B THE NATIONAL FOREST PRODUCTS ASSOCIATION. E B 00 m 800 AS _ C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIO ED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR R LOAD DURATION OF 25%) TO GAMEROOM 60 (PSF) COMMMENTS. �s 6 IL Q -i-• MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTALDEAD LOAD. BALCONIES/ DECKS 40 (PSF) TO THE SURFACE OF THE EXTERIOR WALL FINISH- 4, BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ JIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) g a Y y APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS.a vnvw,rasavc.cae ❑ ❑ a 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) (9 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING. CODES. STACK ROOMS 150 (PSF) 'z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND D�TAILS.SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 'A„ - a g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED,FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200'(PSF) z. N o CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (1) 50 (PSF) Q j • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF),. • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) ' �.+� a STAIRS 40 (PSF) - UPLIFT CONNECTORS FOOTNOTES O z M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG _ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Ff. E INFO.'- LA w tli c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: �+ 1, MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS. WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS.. it Is the intent of Designer/Engineer listed in the tltleblock of these F t o ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR. SUPPLIERS SHALL PROVIDE. ROUGH OPENING INFO WHICH SHALL HAVE. PRECEDENCE OVER THE PLAN.. documents that these documents be accurate,. providing Licensed _ PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to�- 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE "DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prior to a C4 I6 3u �. INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Desfgner/Engineer are not ! DURING BOND BEAM POUR. E MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A D"S HOMES PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CUR TO THE responsible for a 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VER . IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT- construction. All 00nstruCbon MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found In these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MANBE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) i4"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED. TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS 1 HAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 1 4" x 11 2 SDS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER. for reimbursement b the Des ner En neer without advanced 3000 GULFBREEZE PARKWAY MISSEDO /O / / O / / Y Ig / gl PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION; DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFEtREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 1p Its jiv-6.3 27 G REVIEWED 7FOF ------MASTER-REVISIONS- CEDE Cc�MPLIAN�� � DATE DESCRIPTION 0 � ST. ILIICIE COUNTY BOCC D ` HOMESW -- Of Northwest Florida I > AMS N ca m f cI 3 in " .. Go (0 0- CJ 0 J LLJ : m o J 00 (n Cn u ® Model Name / Number: 3000 ULFBREEZZ PARKWAY GULFBREEZE, FLOR A 3 FILE COPY 1780 - --- -- - -------- - Plan Issue Date: Monday, March 29, 2021 VI KA PROJECT NUMBER: MODEL 1780 21-3105 Sheet: Of. COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING Top BOTTOM SPECIES. CAP.(plfj BW1 16" (2)1.6d TOENAILS (2118d TOENAILS SPF NO uruFr BW2 18« SP2 W/ (8)10d SP1 W/ (S)10d SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (0)10d (2) SP1 W/ (6) 10d SPF 803 MD B 16d PLATE STUD, 4 10d PLATE BW4 16" (2) led TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6}Tod 1e. STUD, 8 30d PLATE SAID 4. 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (8)-10d BWB 16. STUD. 10d PLATE STUD, 4 10d PLATE SYP 67a 13W7 12" (2)led TOENAILS (2)led TOENAILS SPF NO uauFr SP2 W/ (6}10d SPS W/ (6)10d BWS 12" STUD, (6)100 PLATE STUD, (4) 101 PLATE SPF 635 (2) SP2 W/ (6)10d SPS W/ (8}10d BW9 12" STUD, (6) 10d PLATE STUD, (4)1od PLATE SPF 1070 BW10 12. (2) 16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ W40d sPi W/ (6}Tod BW11 12" STUD, 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d SPl W/ (6)-10d12' BW12 STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL r L SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS P TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE SEE FOUNDATION .. _.' •-' :PLAN FOR MORE 2x P.T. W/ 1/2' A B 0 32" O C W/7- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. °; REQUIRES MIN �' ALT.; SIMPSON 1/2" TITEN HD 0 32" O.C. �- 7/16" OSS PLYW'D N ASAT 41 G BRIG. 8d. WALL DETAIL W/BE DANDE GE. SEE NERABNOTE#8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2 ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. T EACH SNDAS INDICATED 3. CONNECTIONS TO BE INSTALLEDNS0 4. SP4, AND CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND IN SCHEDULE S INDICATED IN IS SECOND FLOOR BASE CONNECTION TO IGNORED. SEE INDICATED ND FL 6. IT "13W" INDICATED S FOR rid FLOOR TO OS/ 3 TE TAIL CONNECTIONS 2 WFOB S3.10R INDICATED DE FOR 2 STORV PROJECTS ONLY) HIS [$ OR 2 STORY FIRST FLOOR CONNECTIONS (NOTE: THIS R 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A A AND REQUIRES MIN. 7/18" OSB PLYWOOD W/ Btl NAILS AT 4" O.C. IN FIELDAND ED EDGE TO (1) SIDE of WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE. 5 ACT LS SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE S. IFTHE BEEMING ARING WALL Is INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2% PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP44DRNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 30d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE K COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 1 IffF--C70c"4, 13) 2 x 4 #2 SPF (4) -15d TOENAILS 0 FEE (3) 2 x 4 #2 SPF DTT2Z W/1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SOS SCREWS (3)2 X 4 SYP #1-OR- (4)-16d TOENAILS 0 . 4 2x4 SPF JY2 ( I D7T2Z W/ 1/2" WEDGE * 4"X1 2« ANCHOR & 1 (8) / d✓ 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G 6665 = 2 200 SYP POST & (12) - T8d NAILS 6x 6P.T.#2 ABUNW/5/8"ATR** G-12000 SYP POST & (12) - led NAILS U - 2300 67 8x 8 P.T.#2 ABUBB W/(2)-5/8"ATR** G=24335 SYP POST & (18) - led NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU&8DS2.5 W/ (14) i/4" x 1.8E RI=2400 PSI 21/2• SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR. OR ATR** C10 3S x 7 P.L. 1.8E RA-2400 PSI HOU&SDS2.5 W/ (20) 1/4" x 21/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4" X 21/2" SDS WS & 7/W EPDXY 787D (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU&SD52.5 W/ (20) 1/4" x 12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OR ATR"** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL MOTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #10RSPF#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL W'F37/S3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF [C) CO W MN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL D44 / LENGTH PNEUMATIC GUN COMMON ve. GUN APPLICATION NAIL DIA.IENGTH NAIL SPACING ad 0.13V X 2 1h" 0.131" X 2 IA" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3' SE PLAN BLOCKING & TOE OA48" X 3 V4" 0.131" X 3 U4 NAILS & TOP PLATE 12d 0.148" X 3 "A" 0.131' X 3 W 8" O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS J.Od 0.148" X3" 01131" x 3 e O.C.(COMMON) STUD PACK. 6' O.C. GUN NAIL COLUMNS led 0182' X3'bz" 0,131' X 3 iA' (2) 18D(COMMON) SEE PLAN (3)16D ( GUN. NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XG #2 8YP SEE GENERAL HEADER NOTE #5 Ht W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) -2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)-2X10#2 SYP SEE GENERAL HEADER NOTE #5 W/ V2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2" FLITCH PLATE THIS SHEET 13)-1314"X 11114 ATTACH TOGETHER W/(2)ROWS 1W-X 31r7 H5 LVL 2.0E Fb=2600 PSI SIDS WD SCREWS ADD 16" O.C. TYP. EACH SIDE HB (2)-13/4"X 91/4 ATTACH TOGETHER W/(3)ROWS 114"X 312' LVL 2.OE Fb=2600 PSI SDS WD SCREWS OD 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RE(D. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS - KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END . (1) (2) (1) (2). 4'-0" - 9'-0• (2) (3) 12) (2) 10'-0" • 18'-0'• (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW iNisTRUCTIONt WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 3rx1 FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 W/ ( ) 5. FASTEN ALL MOLT -PLY HEADERS TOGETHER 2 ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x8#2 SYP W/7/16" CONNECTION: PROVIDE (2) 056 RRCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR 12) SIMPSON HETA38 TO CMU O.C- TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. x #2 SYP W/ 7/16" - CONNECTION: PROVIDE 2 ) 00.2 C dB8 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M TOGETHER SING 2 OG USING ( 1 0 0 TO WOOD POST SIMPSON Hffi2 ROWS OF NABS JZ" R 2 SIMPSON HEr TO CMU 0 S 50 A36 COL. U.N.O.ON ROOF PLAN. EACH 0,0, TYP EACH SIDE .. #2 8YP W/ 7/26° CONNECTION: PROVIDE 2 ( 1 M3 415 FU rC USING NAIL SIMPSON LSTA2HTS20 OR (2 III TOGETHER USING SIMPSON HTS20 TO WOOD POST Ff"STOGETHER 2- dQtYB OF 12d NAILS ®12• OR (2) SIMPSON HETA76 TO CMU TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 13/4" x 111/4' LVL CONNECTION: PROVIDE (2)- )E Fb=2600 P-41. NAIL BEAM fi6GETHERLSINb (2)ROWS LSTA24 SIMPSON LSTA24 OR (21 (Oj M4 VA" x 31/2" SDB WOOD SIMPSON TO POST OR (2). SIMPSON HETA16 TO CMU $CREWS 016" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (21.13/4" x 117/8" LVL 2.OE R -2600 PAI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2 SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ® 16 Q.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. 2-134 x16"LVL 2-OE Fb=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2"'SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16' Q.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END). 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R.. O 25 SH 25 SH. \ EGRESS 17'-6" EGRESS \ ` BEDROOM \ VAULTED CEILING co0o P \ TO 10' FLAT N ------�--------- G.T. _) c \ \ ti - - - - - - -.- - - - I - - <t I 14'-0". I 2'-6". v BEDROOM 2 VAULTED CEILING TO 10' FLAT O y N (�3 W ��III�II�C]II���I��Il����It��111C] IC>f p 3X5 F.G. d' SHWR a . r - w 0 I i 2666 I BATH i - ------- ---- ao RSH 8'" CEILING 0o0p U N A/C I S2 R/SH R/gH m I O ` Op Y o I- :' u1 g'�^ R/A�---�5 v PROVIDE PLATFORM 2668 , . ��. i u ,_ FOR AIR HANDLER - Q VERIFY SIZE W/ I MANUF. N W I DRYER WNT THRU ROOF MAX LGT 35' 0" BEDROOM 3 VAULTED CEILING I iE o TO 10' FLAT 1 3 I 3 HANSONBOX. � LAU.NDRI ® 36" AFF a 1.0'-0" CEILING VERIFY I LOCATION W/ BUILDER am, 2868 DH. NOTE: BUILDER TO PROVIDE 1�7 APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS 12'-6" -------------- ' PULL OWN. STAIRS LOCATE IN FIELD Y -- -----x5 ------ BW2 GARAGE 9 8'-0" CEILNG tw MS03 ------------------------------------------------ S-1 - _ - - - _ _ - _ - _ - _ - _ - _ T- i 1 HOSE G_T. (B ELEV ONLY) BIBS - �-------- -- -------�-- MS12 O S2 G , 16'x7' GARAGE DOOR @ m U N N 10.-0. CEILING J� 2868 I O I I I N [ I b FAMILY VAULTED CEILING TO 10' FLAT I C I ti I � I I� m pim W Z � �IU I 914. 3,-6". 2'-SC LD 36" FLAT BAR TOP ON 341fz" I WALL ----------L------ i iv ( 0 W i DSL. SINK I KITCHEN VAULTED CEILING eo 4 TO 10' FLAT 1 ED3 ' 0 I 2668 � UREFRIG`'SH4668 - - -------- - - - -- { W \ a \ DINING - - - 10 o VAULTED CEILING \ in ' \ TO 10' FLAT \ FOYERJ all' G.T.-(B ELEV ONLY) \ EGRESSrD ENTRY 35 SH 6'-4" i 2'-4" 7,-0" 21.4^ 2'. 2" SQ. 8111113 COLUMN ----- 4'-8" I. L CD21 --I,,-o« S-2 5'-8 14--4" 20'.0" FLOOR PLAN SCALE: 1/4" =1'-O" ELEVATION 1113" q O LN m N S2 N m N u ?9 4 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 +26,5 / -28.8 -O. +26.5 / -34.4 +24.8 / -27.1 +24.8 / -31.1 +24.3 / -27.5 O. +23.3./ -28.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL , BEARING FRAME WALL i� ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the eiaidence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supportingthe separation shall also protected by not less than 1/2 Inch (127mm) sum board orequivalent. gypsum 4. R312.2.1 Window sills In dwelling units, where the to e sill of an operable window opening is located top the p P g Ins than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]- 5. R$08.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. O@iling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on foof diagram nailing schedule or 5/8" CDX. 4.X T&G acceptable for substitution. 7. lit: R402.2.4 Access doors from conditioned spaces to Unconditioned spaces (e.g., attics and crawl spaces) Shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding Surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502-4.5-1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16". OSB On Underside of roof trusses Shall be ached t all framing members with 2x blocking attached o g g provided at perimeter. The OSB shall be attached w/ Sri nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4* edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED ,• CODE COMPLIANCE COUNTY BOCC FILE COPY AREA (CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 391 S.F. COVERED ENTRY (BASE) 38 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2326 S.F. 01� kuT�rrrrJrY NSF S j•"vG �86A. Eke O a O gc g M W ti i; $ @ U rim ri Ci 1✓ ti a U N B i2 W -n e m a $ aci§Fgy 8 dJ aa DppYzGJO iI0 w LL !4_ 08, 11 J- tb 11-1 YAWY.FDSONG.00M ❑. ❑ ❑ 3 g Z pM Z 0 "*TO Z _ W IAZ N o 0 Wg U J i3 E004 U `Row p Q Q N oaa ii ® DAM HOMLS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI JGb Information: O 0 Z o o 4) LO 0) W �U) C a) f7 cH DO a 10 .. 3 c m FL O 3 Uj =) In LQ JMU)U) ♦ I Made[ Name / Number: 1780 ♦ Plan Issue Date: Monday, March 29, 2021 ♦ KA PROJECT NUMBER: 21-3105 Sheet: FLOOR PLAN _ (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. OPTIONAL CURB FOR F.F. VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" -' - - - W/ (1) - #5 BAR CONT. A. • :' ' OD PJ, r+ �x 23TORY2REINF NW/(3-#5CONT. SEE PLAN (2) #5 BAR REBAR BEARING FM03. SINGLE STORY FTG 1/2"=r-D" FMO2 SECTION @ GARAGE REINF. SEE PLAN _FF 8" (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1/2-`1'-0" =1•-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH.. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF p '. °, 2 STORY: 20" X 20" RECESS & PITCH DRIVE <v 4" CONC. DRIVE W/ 1/2 EXP W/ 3) - #5 CONT. JOINTS 10' O.C. TYP.. 18" (2) #5 REBAR FMO9 I SECTION @ GAR. DOOR 1/2' 1'-0' =1'o° 2x BRG. WALL 2 STORY: 20" X 2.0. (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN 'p 8" 4" 4" 16" 4" 245 REBAR FM11 STEP DOWN BRIG. 1/2"=1'•0' FM12 STEP DOWN NON BRG. 1/2.=1'-0• SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" C rw- TYP. SEC. (1) # am WITH CURB w (1) #5 BAR CONIT. B. (G.C. VERIFY) � � F.F. REINF. m (SEE PLAN) a 2 #5 CONE. INSTALL LINING ` •� •.. " ? 2 #5 BENT BARS W/ MATERIALS PER vwi m MIN. 25" LAP SPLICE FBC-R P2709.2 ,° •° " .MUDDED FLR. 16" SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION@ RECESS SHOWER 1/2"=1.'-0- FNI18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORJVUInTH #5 CONE REINF. BY COLD BENDING THE BAR SEE END. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE w E FOR EA. HORIZ. <N REBAR, TYP, U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=1-0" FM23 TYP. FND PENETRATION 1/2'=1'_O.. STEMWALL SCHEDULE DIMENSION MAXIMUM STEMWALL .FOOTING NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'4" 10" 1-0.1 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'.0" >4'-O" - 5'4" 16" 161, 48" 48" W/ (5) #5 BARS C. NT. & #5 918' O.C. TRANSV.. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL ninTFc• r , SEE CHART ABV. -MAX. F.C. II SPACING (O.C.) AA W.W.M. TO BE TIED TO #5 CONT. REBAR 1 (1) 05 HORIZ. CONF. TIED TO EA. VERTICAL RDNF. BAR 04 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ_ CONE. TIED TO EA. VERTICAL REINF. RN GRADE 8* MIN. TO TOP OF 0 STRIP FIG. COMPACTED CLEAN FILL y's,°,''• ' _ IN MAX 12' UFTG STRIP FTG. W/ QTY OF "MIN. COVER 0 REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.G. ABV. FDN. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TI'$ INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0".INTO SLAB/ STEM 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OFRECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. GC. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE kEE 11 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" OX. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" • TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 8'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS "SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4,1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM. IS OVER 4'-0" TALL NTS GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FIG DOWELS 17" EMBEDMENT W/ 25". EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION- 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 12 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP, libel D PIA V0' X CONT. 11-0" 2 #5 EW. GOT, 2000 FEE 2'-0" X 2' -0" 1"0. 3 #5 E.W. BOT. 7200 F2.5 2'6" X 2' 8" 1'b• 3 #5 E.W. 90T. 11000 F3.0 3'-0" X 31-0" 1'-0" 4 #5 E.W. GOT. 15600 F3.6 316" X 316" 11-0" 4 #5 E.W. BOT. 21500 F4.0 4'0" X 4'-0" I-G" 5 #5 E.W. 80T. 28000 Fob 4'-6"X4'6" 1'4' 545 E.W. 8DT. 34500 F5.0 5'-0" X 5'-0" 1'4, 6 #5 E.W. ROT. 42600 X 8'-0" 1'4" 7 #5 E.W. GOT. 81500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 3" PLUMBING RISER TO SANITARY SEWER 4 31'-0" 3,-6„ 7'-0" 4,-0„ 6'-0x 3,_10„ 4,-0,i 7'-8- 0 wm 3.1 m 3.1 t F2.5 ■ ■ ■ ■ ■ ■ ■ ■ Y -------------------------------------- --- ----- ------ oil 1 n 3 X 5 11 11 F.G. _SHWR�1 n 1 L J W/G I n I ia) 3,3" 4'-&' 2'3" SLOPE CJ._ 4 1 _I --- I---- ip I I ED- 0 3,$" 5'0" ' M STEP DO 4" , ti , 1 1 1 N , I 1 1 O 1 1 /191w M , 7'-21k" 2'-11'V4" 3'-2" 6'-10" _. ' p I O o �I IIIHVAC�I i v L TUB ) _ �S = 0•' i s In ,W/C LAV ILA JI o _ T i ZX8 WALL -------.--`-_ -_� M o ® ■ PROVIDE CHASE FOR HVAC UNIT I i - --- - --- -09 o O� I. D/W I ' I i L _ - - - - DBL, NK_ _ _ _ J ; ■ I-_ I 1 I f I 5' )WASHIm •LI-- ' V I - - - - - - - - - - - - - STEP DOWN 4" , ■ W.H. I I I REFRIG. ,.. I � I 1 10.2 ; REVIEYv 3.1 I D 1- 1/20�'-O" 'DEC. I 1I. I LUC;I " W I 1 en i-------------------- FM01 ' M I 3.1 I STEP DOWN 4" a I.• �\ .' im FM01 I #1. o r 3.1 2'4" 7'-0, 2,-qc�N " ' C r` HOSE 1. 16,_4" BIBB I t (2) #5 BARS (2) #5 BARS FM03 1 12" SQ. CMU COL. W/ I W/IN EA. F.C. W/IN EA. F.C. I 3.1 ' (2) #5 VERT. GROUTED R L - - - - SOLID ■■- ■■ 1J 4'-8 5'4 F2.5 14'4" 20'-0" I FOUNDATION PLAN SCALE: 1/4" =1'-O" ELEVATION "B" �1111eurTl O T Ya,. ND g60.cli ui FIOR\ 4. c G �f i u� cD n U N •'"-I J ig p Sw 8 �'@-� 2��o€ a a o YJ se LL 0 IE a w 0 m �8 i � o GO CIII in m m Ito J Z� a G Bed. 0 o In gag z 35 G" 3 li ■ " a '.www.rosEne.eDM Cl ❑ ❑ U' - ! M o 3 Z N o z Y ayE -� Z N 1 V) M ti W - w TO c 2v r Ns sry -- Ix ®' DAMS OMRS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: 0 �. a c W � co m ai a ®Lu� A) Ll J00 U) (I) Model Name / Number: 1780 FT Plan Issue Date: Monday, March 29; 2021 FT KA PROJECT NUMBER: 21-3105 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780 x 3 5340 APPLIANCE CIRCUI#S RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 HVAC CIRCUIT$ A/C ( AIR HANDLER & COMP-) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULAt1ANS FIRST 10,000 AMPS Q 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 1DO% OF "B"=120,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 9 m 2x6 WALL (FLOOR TO CEILING) I 2'-8" USE 2 RED HEADS TO ANCHOR WALL I M24.1 ALTERNATIVE PROTECTION BARRIER N_T.S. INSTALL FAN 0 BOX PREWIRE-' I I \" I I , I I k I I INSTALL FAN BOX PREWIRE I I CM t lJl FI I / . CHIMES I INSTALL FANS 80X PREWIRE d I I 220 I � � GFI I GFI I WP GFI GA AT s 220 42" AFF-�7 ' f I , 171 a ATTIC ELECTRIC U U LU iF----DBYCODE � a w w GFI GFI AT 42" AFF FOR GARAGE DOOR OPENER ------------------------------------------ i Y A HOSE BIBB i I WP GFI , , ---------------- n I I \ I I � I 'd c=D'^ d:i FAN , I PREWIRRR 1 ' I / I ' I I I I I I I I I run u/vv - L Fl. GFI ----- -- ------- F I ISP , DOOR BELL i WP GFI , ----------- -j Y— - — --- ' Y COACH LIGHT — " — _ COACH LIGHT INSTALL FAN BOX PREWIRE i , ,GFI , ;GFI / 0 Fl �y �yI FOR ,HOOD Q zx ELECTRICAL PLAIN, SdALE: 1/4" =1'-O" ELEVATION "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE .BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICALPLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE. INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 B. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND'. VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10, KEEP ALL SMOKE DETECTORS MINIMUM OF36"FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL. BE EQUIPPED WITH A MONITORED BATTERY BACKUP, 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE .THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE. REQUIRED ON A WALL DIRECTLY BEHIND ARANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %� FLOOD LIGHT $4 FOUR-WAY SWITCH � / �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE -11 =ff - TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET ' 110 VOLT SPLIT SWITCHED OUTLET IL GROUND FAULT INTERRUPT w 2 1 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (9,— DOOR BELL ItSPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V, CABLE OUTLET L� DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I Q INTERCOM SYSTEM GARAGED& ED FOR ® L.E.D. DISC LIGHT ® PUSH BUTT6N' ' ' �LIIAN OPTIONAL OVERHEAD SERVICE (VERIFY FINAL AMPS NEEDED "I SAMEA$ UNDERGROUND WITH ELECTRICAL CONTRACTOR 2DO AMP SERVICE EL200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HE"FI ■L E, # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, 1 5 N 29 UI g og 'g H E �n s .+ w a Zrg'\' 0 0 12.E m O 0 $°", g8igW5 O £p Z� �I d a 0 a9 z WWYi.FDSENG.COM ❑ ❑ El (9 Z'I o Z o c ZImm N -d 4� y w �o U p N tA af t- U'—NE x 0 to FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: LL ® a C NLLJ O y ei i C CIA`H w m m N m 4) 'a ® ®JLLJZ) m o u --J 00 U) to Model Name / Number: 1780 Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3105 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION -J.O:M_ - 35/2 SH 6I T.O.M. 25 SH FIN. FLR.-- -- - ------ 25 SH 481 OFF RIDGE VENT 12 �51 9__�= — - HD_HGT. Lo LITE TEXTURED DECORATIVE. CEMENTITIOUS COATING FN. FLR. _ 2868 FRENCH DR. - 25. SH 25 SH REAR ELEVATION "B" SCALE: 1/4" =1'-0" 25 SH 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =17 LITE TEXTURED DECORATIVE 4 CEMENTITIOUS COATING bo -FIN.FLR. 25 SH LEFT ELEVATION "B" SCALE: 1/4" =V-O" ' RF. Ill " a THIFFIFF, X1d1M °/a. AOP)4fA AViSMW Ill FSO I.,x I Ld' -n'.. //AIII ue/xR1H lOp/ v 1"/>o°xs;rz m5 .w uM/6UR, H., / Ill HAIS TRIFF/ill./FFIFF1 1' 11 IF, I I r Su u .< uM/n. FIS-11— ',US,/Ill.t.. ISIFF/ / 1111 '111 HFI I I I'. li a III, i HITFIFFlI III FIFIF r / IFIF, 'l I'll IS /. ,1M/N � 1H A �) /ANf . r � 11 / A"IIF' ..<//,. yA Mw/amm x ."F, __ 'l NG ..O lrtx[[o rolxuss MANVHIl 111111111* ' I'll ...F.HUSb16n"EV....%bWC15 REVIEWED FOR CODE CO E'U�<`. ST. LUCIEE C��_ B OCC C FILE COPY FIN. FLR. Iniminimimil 16'x7' GARAGE DOOR 3068 DOOR L12" SQ -LITE TEXTURED DECORATIVE COLUMN CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE: 1/4" =1'-O" m -y to `Sr o ti q m m W F •+ qt 3F 7G IF a v 6 O�Nr W a rhmgs a �e ati�` LLi Y ffi -xc w fn 103 ` az� z Is3 ° M� CcItF s a _� g d a U y WWW.FDBfNG.WM ❑ ❑ ❑ 0 Z p Z 8 � g Z k �g Q 1Yt J fm R —p In LnNu v M W W 9 0 w iLO �m " U- E m ■ol qP m 2 ~ ° C N °� /M Q N 0VD \W A DMs HaMEs FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job InFormation: ct E f L i u1 W y M .-1 m > a)� LO 3 m z L) O J Lu = n LL .Jpowto Model Name / Number: 1,780 YE Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21- .105 Sheet: ` ® Of: ELEVATIONS - B * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 2W-O" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. T803 USED, THEN THE ALTERNATE BLOCKING -\-1 IS NOT REQUIRED AT NIP ECTIONS G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN 1 7/16" GSB SEE "HIP/R BLOCKING" 'W" DETAIL BRACE TBOI SEE ATING OF DjGE MEN mill I IN I one IN BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4)BAYS BLOCKING @ 16' O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft WIND SPEED (ULTIMATE) 1160.0 MPH WIND SPEED (ALLOWABLE) 1123.9 MPH EXPOSURE CATEGORY I B. EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:121 [12:12] (SQ FEET) (•) VALUE DENOTES SUCTION 5=4ft AREA ROOF 1 2e 2n 2r 3 1A..0 v HIP •37.02 •51.06 31.0E -51.06 a 10 GABLE -37.00 1 -37.00 1 -58.99 1 -58,99 -58.99 -78.03 ROOF NAILING SCHEDULE/ !SAILING ZONES (SHINGLE AND TILE): 1 O ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" 0.0 IN FIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: ;,.0 Q SHINGLE: 'Ra EXP. 1 ('20) ILL 1232" EXP. 1 ("20) NOTE, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED � a WITH ASTM F1667 RSRS-0310d (2Yd x 0.131� NAILS OR ASTM F1667 RSRS-04 IT' x .120") NAILS a=4d 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OLITLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 14:12I-[12.12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO ($AFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM gyp" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS $HALL NOT PENETRATE SURFACE MORE THAN Iy ONAIL AT BASE 2 ROWS @4° D.C.M Sd COMMON NAIL © NAIL AT TOP PLATE TWO ROWS@ 41 D.C. w/.Sd COMMON NAIL © NAIL OPENING PERIMETER w/(2)ROWS @A-O.C. w/Bd COMMON NAIL. O NAIL I NTERKIR AT W O.C.w/8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS &NAIL 04"O.C. M Sd COMMON NAIL. O PLYWOOD COMMON NAIL& @ 4SPLES @O O.C. (2) ROWS @ TOP 8 GOTT.O HEADER M 8tl O (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. _ MIT Oss.- EXPOSUREI SHEATHING PROVIDE BLOCKING 11 11 AS REWIRED PERSECTION ItFULL X.X IF NOTyl jj= HEIGHT SHEET --' © jFLOOR SYSTEM NOTE: Od NAILS FOR WALL. SHEATHING MUST BE MIN.131' X 212^. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le /-. (2} 2x TOP PLATE BEYOND SFS73EA" DSEEXPOSURE 1 V I II 1 Il I II'SOLID I II I 2x BLOCKING O @ ALL SHEATHING W I EDGES I' j I I I I I I ISEE SECTION X.X) o f It II a OPENING III 11 i 11 I II -__ II Z W C ill_ IiL-X- jw�in TT____li-1 ii i ii i 2x STUDS BEYOND. w� II II I III 11 HI 11 1 II 1 11 i SEE PLAN S� w� ¢1-k� 11 I 1111 I 111 II II' I II 1 1 I I c I I I 11: I I�I II I I I � M II II. I11111 II 1 11 I cq�� I 11111 1 I k I -II I 2x4P.T. SASE PLATE BEYOND SEE 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORMONTAL , WALL ELEVATION DIAGRAM a. „S.1=NAIL Wr SPACING 314" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING LOCATIONS MIN 2 X4 #2 SPF TURNED VERTICALWI 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL RnCH PLATE TO VERTICAL. W/ (4) 8d NAILS SECTION X-X 3"O.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. R V V r I'" L/A I N -D- NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIRDESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 2X6 SYP #2 CONE (MATCH TRUSS .DEPTH IF TRUSSES USED) W/ (3) 46 X 41/2" WOOD SCREWS @ 16" O.C.0 MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16 O.C. ..SEE 12 2x6 SYP #2 @ 24" O.C. PLAN F_ ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 42d NAILS SIMPSON WALLi 2X6 TO 2X4 uo n1 to 2x4 SYP #2 @ 24" D.C. 2X SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 41/2" WOOD SCREWS @ 101 O.C.0 MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2- TITEN2 AT 16" O.C. SR01 I SECTION AT SHED ROOF 1 3/4"=1'-O" SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2X4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS. SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR BFASTENERS SPP SYP CONNECTOR&FASTENERS SPF SYP OFRAME TO MASONRY HETA16wl(9)10d x 112" OR HETA20 M(9)10dx 112' 1810 HTA18 w/(10)1Wxi 1w OR HTA20w/(10)10d x 1112' 1685 1870 O FRAME TO H2.5Aw/(10)8d NAILS 53a 5" RT7A W (10)Bd NAILS 515 685 ©FRAMETO FRAME H10Aw/(IB)10dx 11/T HAW-2w/(18)1Odx11@'AT2PLYTRUSSES 1010 930 1040. 1080 RT18AwAl7)10dx 1112" - RTi6d w/(18)tOtl xi l/T AT 2PLV TRUSSES 895 936 1020 1080 J1 FRAMETO FRAME MT312w/(14)10dx112°(ATEXTERIOR LOCATION INCLUDE (3) 12d TOENAILS) 8, 980 MTW12w/(14)IWtl 11W (ATEXTERIOR LOCATION INCLUDE (3) 12d TOENAILS) ICES 1185 OFRAMETO MASONRY MGTwA22)10d NAILSAND5/8"AT.R.WIT EMSEDMENTWISIMPSON"SET'EPDXV 3330 39@5 MUGT15 w/(28)10d NAILS AND SIB" AT.R. d 1?EMBWMENTw/SIMPsoN-SSr EPDXY 399D 4495 O FRAMES FRAME LOCATIONIN0dx 1112'IAT EXTERIOR LOCATION INCLUDE(3n2d TOENAILS 1125 1310 tCd DE(3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS LOCATION 1205 1630 FRAME TO 12)HTS2D W(")1WxI IWIATEXTERBOR 2260 2620 (21 HTN20 w/(48)10dxl 117(ATEKTERIOR 2570 3060 TRAMS LOCATION INCLUDE(8)12tl TOENAILS LOCATION INCLUDE(S12d TOENAILS (EA) HGT-2 M(16)tOd NAILS AND (2) Bla' AT.R. HUGT2M(16)10d NAILSAND(2)51W A.T.R. O FRAMETO wl 12' EMBEDMENT w1 SIMPSON'SEr 106N w11 T EMBEDMENT W/SIMPSON "BET' 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUOT3 FOR 3-PLY) OFRAMETO FGTR W(19) VC x 7 SDS WOOD SCREWS 3400 RFUS W/ (12) WS3 WOOD SCREWS AND 7100 MASONRY M13(2) 12" x 5"'TITEN HD ANCHOR BOLTS 4725 (4)314•x6•WEDGEWLT (1) LGT2 W(16) 1Od SINKERS OFRAME J1 TO 6(/)://4"%LtM"TTEN2 iJ50 20W MASONRY EE NOTE #6 BELO J2 FRAME TO MASONRVI (2) LGT2 WI (02)16d SINKERS & (14) 1/4"x 21M"TREN(2 PLY TRUSS) 3500.M 4060-M (2)^LUGM W (32)16d SINKERS & (10) IA'x FLY TRUSSI 3100.M 310M FRAME OR(28) 1 Od SINKERS FOR FRAME (FA) 32A0-F 'F OR (32)18d SINKERS FOR FRAME (EA) 7800F 4520-F ®FRAMETO MASONRY/ (2)LGT3 w/(24) 1 W x 7 SDS SCREWS &(8).x5'MEN (2 PLY TRUSS) LB" 4730-M M70-M (21 LUGT3 w/(24) 1/4"x 21/2'WS25 SCREWS&(4) W x Y WE (2 PLY TRUSS) 6180-M 71] pMr�010-F 8980-F 8480-F 7710-F FRAME OR (52)16U SINKERS FOR FRAME (EA) OR (56)18d SINKERS FOR FRAME (EA) BEAMTO HU410 OFT HUC410 W/(10) 16d&(10)1Od GnOW HD4100PT HIMI DIP W 120) 1 Od 6(10) 1 Od GMM O BEAM NAILS U#1895 NAILS LW195L BEAM TO HU410 OPT HUC410 d(18)TITEN G4500 HD4100PT HD4101F w/(20)1W x3" GP33s MASONRY IM' xi 3W & (10) 10d NAILS U#1800 WMGEBOLT & (10) IDd NAILS U#850 BEAM TO HU46OPT HUC4 WIM 10d NAILS & G91540 GP3000 HD46 OPT HU46 W (6)10d NAILS & G#IM G#201' O MASONRY/ (12) IN'. 2 3W TITEN(TO MAS.) U#M U#1135 (12) IW x 29M TAPCONS(TO MAS.) U#1030 U#850 . FRAME. OR (12) 11 (6) 1 Od (FOR FRAME) . SYP-F SYP-M . OR (12)16d & (6)1 Od (FOR FRAME) . . BY" SYPAI FRAME To(8) HETA16OPT I2) HETA20 1920 1920 I2) HTA16OPT (2) HTA20 1870 OMASONRY MASONRY 1-PLY wn(10)10tlx1d OR 2365 2365 1FLYWl(10)TOtl) 11d 2480 2-PLYwI (12)16tl 2fLYW (12)16tl HTSM10 w/(S)IOd NAILS AND (4) 1/4'x21A- 955 1110 HTWMI B W(8)10d NAILS AND (4) 1M'XI 3W 1145 1225 FRAMETO rAPCONS WEDGE - BOLT O MASONRY OR HTSM20 Id 00)10d NAILS AND (4) LA4-4 IN' 955 1110 HrWM20 w1(10)1 Dd NAILS AND (4) IWA 3W' TAPCOM WEDGEEOLT 1145 1225 ©FRAME TO Hi0SWI8)8d X111T NAILS AND 12) NOW' 780 910 MASONRY TITAN. HD DTT22 w/(8)1H"Xi 12'SDS WOOD DTB-TZw/IS) 114"x11W WS16 WOOD OOFRAMETO SCREWS AND (1)1& B A.T.R. EPDXIED w/ 1835 T145 SCREWS AND (1) 12'a AT.R. EPDXIED w/ 1510 1M MASONRY SIMPSON ''SET'(SEE NOTE#4) SIMPSON'SET (SEE NOTE#4) HTT5W(28)16d a 117 NAILS AND (1) 51S' a HTT45 W126) Id X2112ENAIL$AND 11) OA.T.R. FRAMETO EPDXIED w/SIMPSON 'SET' 4375 VIED 518-E AT.R. EPDXIED w/SIMPSON °SET° EWS MASONRY (SEE NOTE 44 BELOW) ISEE NOTE M BELOW) FRAMETO HTT4w1(18)1Bd,%1/2"NAILS AND(1)S16'a HTT45W/(18)16dY212"NAILS ANDn) *BE O A.T.R. EPDXIED w191MP80N"SET 3140 4235 518'B AT.R. EPDXIED w/SIMPSON T' 41W MASONRY (SEE NOTE 4$4 BELOW) (SEE NOTE A BELOW) OFRAME ME W1H105 W/(24) 1W A 1W NAILS 786 910 LUGTI W(23) 8d x111T NAILS 875 1046 TO HMDKTw/(4)1/4k112'SDS WOOD RTi6MW(9)10dxl 10NAIL$8 OFRAME MASONRY SCREW5&(5)1/4"x219" TAPCONS 760 760 (4)1/4^X13WTAPOONS 1305 1305 FRAME TO VGT w/(16)Ve3" SDS WOOD SCREWS .& "SET" O MASONRY II I SION A.T.R. EPDXIED W SIMPSON 3538 4940 W I MIN. EMBEDMENT FRAMETO (4 VGT W(92)1W4 r50S WOOD SCREWS O MASONRY & (2) SWO A.T.R. EPDXIED .1 SIMPSON 5170 718E 'BET' w/ 17 MIN. EMBEDMENT VGTM (18)1/4'"XJ" BOB WOOD SCREWS & MUGT15 W/ (22)1 Od NAILS 8 HTT46 W/ (18) OFRAMETO FRAME HDW4xSCREA'(10)1)TO-12'SDS WOOD 3288 4565 10d NAILS &(1)Sir E AT.R. 4100 SCREWS&(11 ffi6'BAT.R. OFRAME ' TO (2) HTT5-1152)16d'x21/T NAILS & 4375 50M (2) MT45 w/ (52)16d°x210 NAILS 500''" FPAME (1) 50A A.T.R(SEE NOTE#4) &(1) BIB" O A.T.R. (SEE NOTE#4) CFNFGxI f:(]NNFf.Tf1O Nr1TF.0 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS .1 (2) IN TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER U.N.00N PLAN. 3. O.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAS ON FULL HEIGHT SYP 412W' TO TRUSS VERTICAL WEB WI2) ROWS OF 1W NAILS 3" O.C. STAGGERED. S. 12" MIN. AT.R EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD WI 4'-O'2xBYP#2(MATCH CHORD LUMBER SIZE) w/III ROWS 10d@4"FROM END &4.O.0 STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE AO MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTIONFOR ALL ROOF/FLOOR TRUSSES TOMASONRYWALLS/LINTELS) ICF WALLS UNOON PLAN 2. CONNECTION AT 24'OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALL5 SEE DETAIL F812/63.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSBCF WALLS9.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32. O.0 MAX. W1 (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALUBEAMS w/(2)126 TONAILS BO MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM. CO . MINIMAL CONNECTOR LMOON FRAMING PLAN ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING IT BACK TAILS TO INSTALL 'RUCTURAL BEAM FASCIA. STALL (2) 2x6 92 SYP TO ILISS W/ MIN. (4)16d NAILS, IEN INSTALL SIMPSON A35 TO 'USS E1210 & A10-A14 VP. BOTH SIDES) 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. 9" UNSUPPORTED END.SEE [RSHI SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. IPSON H2.5A EQUAL @ EA. IF > 9" CONT. 2X4 #2 SYP TLOOKER W/ (2) X 0.131 ®8" O.C. EA.. SIDE "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN '.3'-0"(SEE TABLE) GABLETRUSS 1/2" COX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2 C. FIELD r7z: / JACK SEE PLAN TRU FOR 2X4 7' ON TOP OF PANEL - BLOCKING, FASTEN WITH L 2x4 BLOCKING W, 10&3" @ 4" O/C (2) 12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES (SEE PLAN) GE21 SEOTION C«> DUTCH GABLE 3/47 -0" ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0* O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN.19/32" COX (4 PLY) PLYWOOD 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16' OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ... - NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS E TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROG IS REQUIRED, UNLESS LA(iT S REVISED W/OUT WRRTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDrnONAL ROOF INFORMATION SEE SHEIET S-4 REFER TO ROOF PLAN & ELEV'S. - FOR O.H. DIST FILE COP' D -METAL DRIP EDGE C.M.U. OR ICF WALL _ 2 x SUB -FASCIA SEE TYP. WALL SECTION -- ALUM FASCIA 2X2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON CDVER PAGE. 2. 2X2 #2 MIN. P.T. W/ ACHANNEL SECURED AT 24% O.C. FASTEN TO CMU W/ 3/1WX3" TfTEN 2 AT 16' O.C. (IF WOOD WALL, FASTEN W/ 0.148"X*A" AT i611O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALIIIION DETAILS (**) ALUMINUM SOFFITS�> 1'A" BLOCKING REQUIREb. (*"*) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'-0" MID BLOCKING NOT REQU RED MID 13LGCPUNG PER R 104.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'•0" Tc��Lppv � = O OD r Lift A Ege LO WIPg€qg a Rm� 0w a�SLL S� d W y �Eb Q Zz m�,B p � Y m a R WWW,FDSENG.COM ❑ ❑ ❑ c z mo _ z 0 z i a Z N a N' 12.1 d Q w VI c� L � V ai I: ODgwo IJimM N C 000 � W A DAM�s HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: L.L I O o 0 Lo 1-I WO M N m Uto ? m cn Z H `S< a 0JW::D J M U) U) Ln LL Model Name / Number: 1780 ® Plan Issue Date: Monday, March 29, 2021 I• KA PROJECT NUMBER: 21-3105 Sheet: Of: 0012 ja il01 . 80B C1151, ftT # 5 fill. i' JF,IFT; {% C " Oft. 1assal Lim SAFE APPLIED',I A1�P�IPq 11faTH GFtiIiWITY GRAVITY LOAb; f .. UPLIFT C� 4`NI C�JMPCS�ITE"`: PI.F) ;r ; (# P.L F)O�J,(#'�aF). ,LQAD" (#,PLF) . .. ..3$4 .,175 16.-,16J1T - 8RF14'jI5 j 1T' IO 0 T,6".I13` 930i0 40Z g F1 3 ___________________________________________ ____ _____ _______ -__ a 7 �______________________ T 'f1625. 371�6 93.` TYP. TIE BEAM W/3000 P.S.I. CONC- W/1 #5 REBAR CONT. SIMPSON SP4 W/(B) -100 X 11/2 SP6 OR SP8 FOR 2X6 AND 2X8 WALLS �o �o DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 r P.S.I. CONC, W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXFERIOR FRAME WALL t 81, C.M.U. 'n 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" 'J' BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) 3' X 1/4' TAPCONS OR (8) 2 7/8' HILTI Til NAILS 2z BASE PLATE SEE PLAN FOR MORE INFO MS03IrewWG kl/L]n nLfV1J aenl_I- I MASONRY CONNECTION DETAIL N.T.S. #5 REINF. 20' MIN. LAP BAR A #30R #4 REINFORCING �) BAR /B #3 & k4 14P SPLICE 25' MIN LAP #5 STD. 90° HOOK ` REINFORCING BAR #51 dD SPI I(:F SCALE:1'.1'-0" 38" MIN. LAP I. #6 REINFORCING * GRADE 40 U.N.O. 96 LAP SPLICE MSO6I REBAR SPLICE DETAIL - GRADE 40 1 N7 E- 1 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x q ]./4" X tad" 12' O.C. 1 2 x 6 1/4" X2+'A" 12' O.C. 2 2 x 8 1/4" X 2aA" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. r PRECAST LINTEL (2) 2X P.T. BUCKS W/ r 1/2' O.S.8- BETWEEN I 1 � FASTEN PT 2 i NAILER TO i MASONRY r i IF DOUBLE 2X NAILER IS USED, USE I/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N-T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO— NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB I I I 1 1 1 I I I 1------------------------° 1 1 I , L I , I , I 1 , 1 I 1 I I I I I 1 i I 1 I r r 1 O 1 I' I 1 1 I 1 1 1 1 1 1 I I I r I 1 f I , I I 1 I r I 1 n Ill I I. r i 1 I 1 —FORM & GROUT SOLID I I 1 ----------------------------------------------- J O BAR CONT. RM85 12° LINTEL DETAIL s 4 0" LINTEL PLAN SCALE: 1/4" =1'-0" ELEVATION 111311 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE. TO BE GROUTED SOLID TO TIE BEAM. 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4, * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*)ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS; CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F= RDED WITH GROUT / U -UNIll REBAR AT TOP MIN (1) R Q'D R-RECESSED 0LEAR I�QN. OF M WWM �RFNTEl OFUMFL CAMtt � TOP MOCK OUT COURSE LOfx( F16-113/1T _ [ROUT toQUANTITYPAINAL ti OF MOTH #5 REBAR AT MREBAR AT BOTTOM OF NOMINAL7 TOP a LINTEL CAVRY HEIGHT BOTTOM REINFORCING 75 8"ACTUAL PROVIDED IN LINTEL (YAIIIE67 TVPF DFRIQNATION 8' NOMINAL WIDTH GFNFRAL CONCRETE I INTF1- M4TFRId1 g Q.ENPRAI INSTAL I ATION NOTES I. re proosee"red. 3S00 psi. 1. Pil NU moNer heed and had joints. 2, fe Preemesed lintels=6000 psi. 2 Shoes Glad llntas as required. 3, gmu= per ASTM 0476 Pg=3000 psi W/ G, xatead. of lineal must comply was, the asoectural arl etruoturel drexinga. 4, maximum 3/8` aggregate and 6" m 11' slump. 4, LLUrede arc mawfactued win&1//2" mng maleness at one ends to eocammodats 5. Cancl'ete masonry was(CMU) per P.STM ON w/ vertical call Wrloreng and gradmg. Thomann net area compral strength=2000 psi. 5. All IIntels most or weese y3E0 mithal defiec"on, except Untela l7'4"and 6. Rrbar per ARTM A815 Grade GO. orrggeerwith a nomHN hoot a 8" meet or exnetl y180. PreMreswng Shand ASTM A416 per gretle 8. Botlam Troid added well to be boated at the bottom of the lintel cev'W.. 7. 27D low relaxation. 7. 7/92" channel wire trues are "load m the bottom steel per mechanical anchorage. 7/32 wire per ASTM A510- 8. CadIr laca concrete mes oe prwided In campoalta IIM l In lou of concrete S. Morla per ASIM C270 type he or S. masonry unite, B. safe load raidnga based on rational design analysis per ACl 3lg and ACI 530 10- Rands Prool Alxvwal No. 1561 11 The onad.r.URece df unw a InetMMd at exterler esrerete masonry wall* all hal a sell of atUoco applled in eox,rd. With ASTM C 926 Brother apaowM cue Ing. 12. UMele loaded aimu"enaoualy With veMcel hill and uplift) and perba"al lateral) loads ahoud ba unsolved for conome heachril h the telexing equation: Ay led veNcel Iced Applietl herd sad 1,0 %is redael mad Gars heriessrW lead _ WOOIOU O 8RP8OB/1T BF80B/1T 100 OO8RF14.1B/iT 9)0 SF16-1B/IT© co llSF2Pi8/1T Q 8RF22-18/1T SF24•IB/1T F aG ) 8F28 IS, IT 'O'• O o CH 1111 8F32 1B/1T REVIEWEDI FOR CODE E O> PLIAN ,: .r PRECAST'U" LINTEL w/ 3000P81 CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE A B R 10" STD.90 HOOK ANCHORS HOOK OYP•1 • ry REBAR ON BOTH SIDES STD, 90 DEGREE pa E COP M1OLE3000 P.SI ■eaa - OF OPENING U.N.O. CONC, W/1 #5 D TYP. BOND BEAM REBAR 8" x 8' x IS' KO. PROVIDE KNOCN-OUT LINTEL BLOCK BLOCK FOR FIRST RLL W/3000 P.5.1, •• COMPLETE CMU COURSE CONC, W/1 #5 DIA. BELOW SILL$ FILL SOLID REBAR :. W/ (1) #8 BAR FOR ALL WINDOW OPENINGS 8'•6" AND LAR INDICATES FILLED 8' x 8• x 18" r CELL FROM FIG. TO CMU U,l BEAM WITH 1 #5 BAR MIN, TYP. DOWEL 25' MIN. LAP (ACI 530) SEE ATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T6 d se W �gcc � ti Bm:1q"all a tl, �e2y $C °cog+ 9, LL � U1 W �gZ= w� o B_2� zrWTLL 2a�28N0 cn 3 g �S VAW FDSENG.COM G a Z o P, Z N C4 Z TO W D 0 Y O ` W U—aE -- Du L O q g d = 0 p�p 0 n Q cli i s m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F1 Job Information: — Yy 0 a Z C C N e•I O 'O Lw7 W �;M N N N r N ci lO 3 N N Z OJ�L1/'/ J� V� M o J W VJ LD LL / Model Name / Number: 1780 I Plari Issue Date: Monday, March'29, 2021 FI KA PROJECT NUMBER: 21-3105 Sheet: Sl Of: NK LINTEL PLAN O SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Yz'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. y ; a: ;'• ` (5) 1/2" DIA. x 8" 1/2" X 8" A.B. VII ° "? BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL @ OVERHEAD DOOR CONT. o P.T. #2 `,e``�i r it $ * i v� F f WOOD SYP 2" X 6" � p o ,.i - .` �°j "`N SE . TRIMbi o . "'.' a0 2"x6" P.T. WOOD JAMB + „ P�6 DOOR AND CONNECTION PER GARAGE SLAB \c �o�r' F L OF':•' GARAGE DOOR MANUFACTURER a ONP TYP. GARAGE DOOR ��om S S I 88189111 99 TRACK MOUNTING DETAIL @ o NOTE: DETAIL OD22 / S-2 MAY BE SUBSITUTED FOR THIS '.. DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. y a N 00 l�fl W F u� OD � fig N, It � g J J J 8'g � US rn LL LL LL �m ti 6wWa w Y ll"' BLOWN -IN R 30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH E H Z c 3 o XO a1131 i W o p BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) i s" �.� m d $; -O W N N :Y m m z FBC AND ENERGY FORM SUBMITTED APPLICATION 12 FIBERGLASS SHINGLES OR TILE ROOF ELEVATION) s ''a g `✓g a rn ko - ' 12 WITH PERMIF SEE PLAN (PER _+ ` PROVIDE ATTTTICS) EAVES '~\ OVER D1 NDER c c «.'`ENT . _' W SEE PLAN (FOR ENTED PER FBCR 905. APAM c ¢ a www.FoservcUeorN ❑ ❑ ❑ FIBERGLASS SHINGLES OR FIBERGLASS TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - @ 24" O.C. \ \\ [RSH] - ON FRAMING SHT. FOR SHT'G &FASTENERS. z OVER APPOVED UNDERLAYMENT ' PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WD00 ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) ' SEE PLAN FOR z N cv z ¢� TRUSSES @ O.C. [RSH] - _ _ _ BRG. HT. r'n SHT'G & FASTENERS. , TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR • • ° ETAL DRIP EDGE TO BE INSTALLED ON OUTSIDE TRUSS PLATE 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP FACE 3/4"P,T. NAILER SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR ('. )v 4 w �_ I/V DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA o �--METAL DRIP EDGE 1/Z" DRYWALL r CURTAIN NAILER I 8 x 8 x 16 K.O. I x 4 P.T. @ WINDOWS " LINTEL BLOCK END OF SUPPORTING BEAM. 2 X 4 P.T. PLATE " KEEP IN 3 4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 % w �0 0 •C• CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 8 P.T. @ S.G.D. n O,ry, W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH L/7 to TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " or " SEE ELEV. 3000 PSI CONCRETE " "U" o TYP. FRAME FOR COR- (TYP.) (TYP.) ALL SIDES i / // V \ O \ O NERS FOR NON LOAD U w o PLANS PRECAST LINTEL " , a" \0 a- — 1/2" DRYWALL SEE SCHEDULE "", / o. °a o. o\o \ BEARING SIDES NAILED ' = o N SEE PLAN FOR HEADER SIZE " ? w/ 16d NAILS @ 8" O.C. "' U 0)o p vo np c coas N 0 / \ - 0 OPTION' 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. (1) C x T R BOLTS \ / (1) CENTERED EA. (TYP.)<4 COURSE HIGH A.F. F. GAMS HOMES MAXIMUM OF (3)-2x PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. 16 GA. 1 3/4" ( SIDE W/2" WASHERS \ / CMU BASE FILLED W/ CONC w/ (4) VERTICAL RENF W/ (OPTION) STAPLE: PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT B" D.C. �' NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. �.P (TYP.) HOOKS INTO FTG & AT TOP � , 1 1°•"' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI „ OF COLUMN PLAN A 1-A1 3 ' 3000 GULFBREEZE PARKWAY CONIC. " ALL LOCATIONS SHOWN ON FOUNDATION CODE, i..aC t;:: GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS " T, LUCIE COUNTY DIVISION LOCATION: LOCATION OF OPENINGS IN " " SIMPSON LSTA30 BO'CC PORT' ST. LUCI E EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM EC. V Job Information: OPENINGS ARE INDICATED, FULL y & TO FRAME BELOW '.. STUDS ARE REQUIRED). NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW NSEEAN WINDOW STOOL r� W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM PAPER BACKED FO[L R-4.12X STUDS (SEE FLOOR PLAN FORINSULATION AT CMU BLOCK WALL a MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM ! EXTERIOR FINISH - / SUBMITTED WITH PERMIT 'J (SEE ELEVATIONS) ' Z o c 0 ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION FTG. DOWEL #5 DIA. REBAR FILE COPY uj tD O L0 N m R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE co Y M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. OR 1/2" x B' TITEN ( BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al , Al BUILT-UP CORNER MIN (3) 2x4 > N vi 9O 3 Ip i WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN , OR 4x4 POST w/ 2X4 UNDER POST �_ In WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD FOR EACH END OF BEAM 'C SEE FOUNDATION PLAN SEE FOUNDATION PLAN O FOR SLAB INFORMATION TOP OF SLAB — — — SLAB INFORMATION TOP OF SLAB NOTE: „ 2 X 4 P.T. PLATE - + J m ' ^ r ) Ln ly v' v J BOTTOM STRAPS MUST BE VI Model Name/ Number: W INSTALLED ON INSIDE OF GRADE GRADE COLUMN. DO NOT BEND ..ig o STRAPS UNDER PLATE. , ae �r r• \g�, a 1780 1 PLACE STRAPS IN FILL ' ° ♦ Plan Issue Date: CLEAN - 3 �+ °� SEE PLAN FOR w CELLSw/#5REBAR r •• ;: a (TYR)4 COURSE HIGH CMU BASE March 29, 2021 COMPACTED .�-I ARE -BAR QUANTITIES Ja• ,r••,•;�•, FILLED w/ CONC-SEE PLAN FOR ' FILL S •. �� • '� :' •,� SIZE. TOP OF COLUMN BASE - Monday, KA PROJECT NUMBER: SEE FOUNDATION PLAN 16" SEE PLAN I, SEE FOUNDATION 2'-0" AFF FOR FTG REQUIREMENTS �(- PLAN 21-3105 NOTE: DETAIL Od21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION 8" CMU 3/4" 1'-0" DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS II I � � tlNeueeearrs OF CT z v F .I r PROVIDE 2x4 ON TO �iy�F S ONP OF 2x8 TO BLOCK OUT ROWS12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) a c 2x4 STUD 4eh�Zh: - PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d.TONAILS (2)ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2xB STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 21�x 0.131 NAILS STUDS) (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM R5 APPLIED 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. &a W 'Coll m TOP PLATE TRANSITION 8 fg R PIPE OR DUCT w/ OUBLE12dUJ PENETOP SPLICE TRATIONTHRU e SOvS4$0 a S a TOP PLATE W/ MORE as THAN 50%OF.TOP RROWSOgg 0#gg9ti5 y 12d Ea] �,. 2=Cm<' z o. PLATE WIDTH INSTALL @ 3" O.C. 1 8 s Q � ° � a 3 9 SIMPSON PSPN516Z @"G 5 w g� m .2O W/ (12) 16d NAILS TYP. °17yy s a'N IL Z � ��' d a a TOP &BOTT. sPProTe CJ o`T OTTOM SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS Be, 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. ' OVER STUD s" € rg s III SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ WWW.FDSENG.DPM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO OP PI TE W 8d 2 1 2" x 0.131 NAILS 0'- * NOT REQ' D. WHEN QT SYSTEM IS APPLIED z m NOTE: - Z., m PLATE LENGTHS MUST BE AT T, Q ;I LEAST 8'-0" LONG. TYPICAL m' WF17 TOP PLATE SPLICE DETAIL 3/4" = 1'-0" z (� N y � co . w v CB o --, SIMPSON HUC410 _____-_SPEC 6 o u m m I BUCKET SEE ROOF I. _ N EXT. OUT BEAM TO SUPPORTI ra Q TRUSSES IF SPECIFIEDON PLAN x! PLAN FOR MORE INFO ; ; ; ; ..... * CRIPPLES MAY/MAY NOT BE PRESENT., —. VERIFY HEADER ELEVATION SEE ROOF PLAN' L.NFOR BEAM SIZE I DAMS. Homas a a (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED led COMMON WIRE NAILS (D = UJAII", L= 3") OR EQUAL COMMON WIRE NAILS (ONEINTOEACH OUTSIDE COMMON WIRE NAILS (ONE INTO EACHFACE) 01/2"O EQUAL 31/ EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 1 2 >4' BUT <9' (2) 1 (3) (2) (2) 1 1-01, _ '. 3 4 3 4 HEADERANCHOR &CONNECTION INFO ; i ; ���d��l:� NAILED TO TOP PLATES, ; FLORIDA CONTRACTORS UCENSE NO. CRC1330146 HEADER &JACK i ; SEE FLOOR PLAN , - - - - - GULFBREEZE PARKWAY HEADER SIZE N0. & SIZE OF &GRADE RAFTER TIES EACH ; FOR COLUMN SIZE & ; �y I� ViEV/ D FOR GULFBREEZE, FLORIDA 32563 GULF END •------ -- --- ---• BASE CONNECTION INFO --------• SEE PLAN FOR (2)LSTA30 LOCATION: OPTION A OPTION B CODE COMPLIANCEDIVISION BEAM SIZE 1/2" OSB FLITCH PLATE NOTM, SEE FLOOR PLAN FOR REQ'DONLY WHEN INDICATED S . LUCIE COUNTY PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE I/4"DIA. x51/2"LAG OPPOSITE SIDES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR SPLY) SEE SCHEDULE COLUMN SIZE &BASE ON BEAM SCHEDULE/PLAN " ♦ Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 1 3 FOR 2X CRIPPLES @ 16" O.C. CONNECTION INFO THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO, W/ SIMPSON SP2 TYP. •�� Tor AND BOTTOM AILS SECTION A -A STAGGERED@ WF37 TYPICAL COLUMNS DETAILS N•Ts. 12" O/C EACH SCALE: 1 1/2" = 1'-0" * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 77 STUD WRAPPED OVER .OR GREATER HEADER A I I A TOP PLATE & NAILED + t p- FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO TO HEADER EACH SIDE ALL HOLES IN .SEE PLAN FOR `- �- C N •• .FILL DOUBLE 2 x #2 �"-" TOP OF BEAM rl FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ -.o =SEE ROOF PLAN o a LA �... d 4 • • 1/2" FLITCH PLATE FOR W :,, •: ITYP® .HEADER. (U.N.OJ -;ONNEECTION INFO. FILE COPY N m m 8" O/C / �, Lo FIWNGAND BLOCKING AS. DOUBLE 2 x 4 REQUIRED FASTENED TO Z �/ U (0 p- CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR y d' 'C h 0 W rLn TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE COLUMN SIZE & BASE CONNECTION INFO _3 J M U) (n ♦ Model Name /Number: F.F. 1750 •�r. 2x4STUDS TYP. •p, v• •ti; SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR ♦ Plan Issue Date: "r •,'.Y' W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE ° ° Monday, March 29, 2021 ♦ KA PROJECT NUMBER: I NG STEP DOWN FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * * HOLD DOWN CONNECTIONS T. BOT. PLATE NOT REQUIRED @ BEARING r ,• ,----SEE FOUNDATION 21-3105 WALLS WITHOUT UPLIFT PLAN FOR MORE INFO NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. ' ILI/ Sheet: Of: WF09 WALL HEADER DETAIL N•T•S. CD11 COMMON BEAM ATTACHMENT N.Ts. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL T045° - , , MINIMUM 2"x4" - - CROSS BRACING (SEE PLAN FOR LOCATION) ` BLOCKING , (3) 12d , PER JOINT _ CONTINUOUS LATERAL BRACING - NAIL OVER X�BRACE AS SHOWN- - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPA SYP w/ (3) 12d @EACH TRUSS WEB 4 T601 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. Z BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP z- ^D CHORD « •••� 5� �-(� �•Z r A P• A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING �e�nja • • F• 10, � .�Q o1Ii1 ``%vew � WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ' ,1}I T``, � A TRUCTURAL PACE G.T. ------• SHEATHING c 0 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK ---- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING s �' B m � ° - (yV t�0 SEE *SPACED AT 10'-0" MAX '� m mg F �^00 PLAN 8 N �y YiJ J J ra``mw DJs ane LL LL W 2X4 BLOCKING a f' F Mans w a BETWEEN TRUSSES HIP TRUSS u Q m a" 7.2 w 3 ? O=% ?; o SFUJA TAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) ¢'° 0 TB03 HIP / RIDGE BLOCKING DE N.T.S. '�`°�€�j W�+�mw m O J ag Z Mr i m d ILs� k E a u a z a� I g w FUSENG CGM ❑ ❑ ❑ z g TRUSS NOTES: VJ a y 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE RDOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES .ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT — y IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED z N MI TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT ti EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w TJ LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. ��y..---.... 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. m '� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 10-N uovv ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. = M mTD 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, "I U SEE TYP. TRUSS BLOCKING DETAILS my E SHEATHING 00 4. U No w 3TO4TRUSS x4 AS SHOWN c co SPACES ALTERNATE ® Q N O 0, QIIW TRUSS DIRECTION RUS ;"°° A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS-,(2)1 NAILS LINPLACEDF(4)SOD SECTION TOE TRUSS OR 3000 GULFBREEZE PARKWAY REQUIREDUIRED RAFTERS GREATER THAN 8'-0" FLORIDA CONTRACTORS LICENSE N0. CRC1330146 .... SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING �m'��iEWE'� _'� GULFBREEZE, FLORIDA 32563 SCHEDULE FOR SHEATHING DETAILS a1 PRE-ENG.TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2X STUD WALL VARIES w ROOF 2x STUDN SLOPE .\ ,• LAC M C L, .; " PORT ST. LUCIE CONV. FRAMED RIDGE \ \ // / MAY BE NAILED w/ MIN, VERTICAL SCAB 2X8 #2 \ \ 2X4 SPF BLOCKING / / ♦ Job Information: '$. (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PREENG. TRUSS 2yg BLYJ NG. NAILED @ EACH TOP & BOTTOM OR HE OR \ \ 48" O.C. MAX. SIDE w/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ \ B REQUIRED w/ (2) MTS12'S REQUIRRED @ RAFTERS GREATERTHAN \ \ \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & O EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN - RAFTER \ \ \ a 2X4 BLOCKING BETWEEN CB BEVEL CUTS(OPTIONAL) UTS v v 4) U a In TRUSSES W/ (2) 12tl NAILS (OPT ONAL) z 0 LO ® EACH END, CONT. EACH BAY B TB 2x4 SPF W/ (2) #7X31/2' / / TRUSSES y 0) a) ALTERNATING WOOD SCREW EACH TRUSS SEE PLAN W 41 cM BLOCKING OR HS @ 48" O-C- / / �I+ \J, DB PREENG. TRUSS \ FILE COP / ,-{ o p CONT. ROOF SHEATHING AT TRUSS TOP \ / / / / R /� N a) STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP- \ \ / / I"� �1 U W n' SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / / / O J W Z IO e (USP MP4) @ \ \ 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2'-O" ON CENTER m WOOD - 2X8 #2 SYP RIDGE BEAM 2X4 SPF BLOCKING TRUSSES W/ (2J-12d NAILS @ AT 8'-0" TRUSS \ ^ / EACH END MAX � 2x8 RAFTERS G r-D^o.c. BETWEEN TRUSSES ♦ Model Name /Number: MAX. w/ (3) 12d COMMON Y @ 24" O.C. MAX.w/ - WALL BELOW 2X4NRAFTE S FOR SPAAILS TO RIDGE NS LESS THAN \ / \ (SEE PLANS FOR TYPE) 4 Fr @ 2'.0" O.C. MAX W / (3)1DD SEE PLAN (3)12d EA. END (TYP.) 1780 /. \ 8 EEL MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Monday, March 29, 2 21 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE ♦ KAPROJECTNUMBER: INFORMATION SHEATHING Al 3A OC @ 16" 0 C. Sheet: SST Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS reacher land adg Wall prem g: (]stenos, Neal and 5i11J *2 SprWeJnne/Fk THERMA-TRU INSTALLATION ����������������� f.="uj.;.._ B" •I„— r +.. 8" 9' .,,r9",.l Or aetln -i Silken KEY DIFFERENCES CHECK LIST `-���/1" a2O S"Idm Screws Penetration Rough openings are 1/4" smaller on each side and 1/4" smaller on the e" a" a" e• e• -"— - - — """ - G r heads }/e" header than standard Therma•Tru rough opening dimensions" - ----------------- ----- Use only a maximum of 1/44 thick shims. SEdAm - Closs Sed3on v hew Predrill the jambs and headers using 1/$'r drill bit. Predrilling NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING Bderir: Vim d NAILS. 3/8' MIN HEADS.6 MR SB INGLE. Fixed W41d7/N. W�Roa"" increases structural performance. A WD Use only 2-1/2" wood screws (#8 and #10) when securing the pre M dau hung frame to the rough opening buck. Drywall screws, deck screws, t� and nails are insufficient anchors, and should not be substituted for `_-siRane wood screws. LinevalleY by cantMnRa DWI&SreMNng Be certain of the number and placement of all screws securing the frame wide rlaInT..dlMn e.&V a,a auk 0 `` aterProcArli Ingle "err 4y StpaL e0h� " to the rough opening buck. Consult the architect or engineer of record de Ieymamor zP. 1011eo ou ivalemq to XD eq o "` E concerning fastening the buck to the rest of the building structure. be rA My,C"WeaB6cww" ease% duaM 11 2,4CA°t"" Note: We strongly rernmmendMe use orflashMg and/or Pasting tapes andslRpans aastated /nA57NE11/1-OL However CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT Rake a variation in ones andbu/M/ngrypse,it/s/aftuptothe and usertoderemUneMemope+lnstallatlanofthese Items. ' '` p I ` ��" '. OPENING SIDES AND HEADER. n"t nell wdhai r - ;6 a Embed each shhhgtevow the **1xBUCKSTRIPSWILLBEACCEPTABLEPROVIDEDTHE ,vete7eamots aXfee°BnB° et 6" 2$ Step IT Musametobesuerthe opening is3Mto1J2"largerManthe wMow,amboth varthaFyand �ildn"�ttaurrMkttrewaptU 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS ti4 Ymmay won topremltlthe Hatallatanholes mit* AnatmKcome, Cut 2" SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE ppry{T' I CH nero%'tmmm2d�r Sava 7" R909299IXiP EIXiE dre holes l/l themdW of 8lallef plecas to use In Shro„ /• PROVIDE DRIP EDGE AT EAV AND GABLES OF SHINGLE ROOTS. OVERLAP TO BE A MINM el Sep 2 Apply a generous bead W showto MIX e backside the mwntlerl rg rtn, Use ough sllne to SliBckmtly till all Wide between the DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM a OF Gln f76Nn1. OWE DRIP EDGES SHALL EXTEND fin and the wall sheathing. 'and BELOW SHEATHING AND EXTEND iiC ON THE OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. J ErdeMtnearnngles ROOF AMINIMMOF as. DRIP EDGE ATEAVES Son Trout the whom Into the operang from the outside, The window Is labeled "Inade and -outelde, but if these labels hime cash over the rake SHALL BE PERMITTED TO BE INSTN EITHER 11II'f l l r f r°° end eaves about 1/2" OVER OR UNDER THE UNIEPAYMENT, IF INSTALLED - removed, the bead should always be to The inside of the building. H d,ip edge Is OVER THE UNTEW.AYMINT, THERE SHALL BE A Step 4 Meall shims under the sill, Beading am unti the uric b pMlnb in the opening. SNms shroud be Installed wrier the sill every 2 feet. Gul Bhingla82" uBBtl, Or akWw 3/4• MINIMUM 4In WIDTH OF ROOF CEMENT INSTAIAID. Cuts `Ate -f OR , ��� �� •rll - le •• G n C n ' 6' 6" 6 6' 6 b6ek. from If No edp edge is used. OVER THE DRIP EDC£FLANOE. DPoP EDNE SHALL BE The WIIdpV ShWM be bas of centered In the Oparl wit) lI01r10RtW111/4" beMrPA the window and WBR framing. MECHANICALLY HASTENED A MAMMUM OF l rON valMY centerline 5 ItBwpd a30"1.1Ynew 4" Auto the GNlICdDla flnMull rid Of the head, both nn11 \1 '{ •f-hw rJE C L� n „ 3a '� 3. 3� COMM WHERE THE Vaal AS OETERIMCDW sill and mbs. MPH ti ,G Ui bb 6" 6" U 3n 6 3n n n 3n --- ---" CCORNNCE WYTH SEC60N R9012.1.315110 tin KM/HI OR GREATER OR THE MErW ROOF NDGMi Step 6 IrtwO the remaining t®atenerS.k16^ inctements from llte comm aGICWs M the ceHM d each trainer rMmtler. Use [are not Hover- SMALL BE id5ff, w v s"( J E%GEED& 99 FEET I10A58 men), DFaP :DGEG tighten the sOftK alldplAl them Dlrouyh Me fin, nNke sure The SUaW9 O In straight and tla IIBt WUSe the fame t0 bOW. MECHANDALLYFASTENF.DAMPXIMUMOF4INCHEB r J • `` W 6n 6" 6- 6 6" - oN c TER Wail frarNrg should be a minimum of #2 Spmre/MnyFk. Fes erne isshould be *30 screws also fident length tbadde a l•3/B' vro the wbN end W tlan 1/i from of df amm SHINGLE INSTALLATION GUIDE 9i 0 p �°., '•, Fastener uandtes needetl In �dh sde of frame to achieve 8" A-(� M M Frame Member Stl" 18" 26" ]4" 43^ 50" Sa" 1 66" 1 74" 1 82" 1 W 98" �iA •� 4'\ _ - - Number of Fasteass 1 2 1 } 1 4 1 5 1 6 1 7 8 1 9 1 16 1 11 1 12 13 • SPACE SPACE Step 7 Avenue mass Shone Ike our from around the M andfw es or whis. Use shone to MI any voids. �,j '� N S'I W EVENLY' EVENLY Step 8 Udesired, a foam Insulation an be applied W the interior gap between the window aW wall Arming. If applied, Mhmustbe Me ROOFCRICKET: °° 6 °f {71111151' _ — — — NON FOAM. MIN: IRE SLOPE ASPHALT BASED 9 Sim them windows he Irnl used in moms YO h mwlssure, le; behreens, It is dot the imeriw Step NP h h4 (REQUIRED AT . BEHIND FLASHING of ALL LEVEL VALLEY EXTER. WA PAINTED BEHIND FLASHING between Dre Window and wall framing also be Sealed with sdkore and m010d as not to Interfere wa) the IMtaLatlon of IXTER. WALL FINISH AND EXTENDINGFG" A O LOCATIONS) MINIMUM OF 6" v211boMtL tllawtom. I C — — — — — — — f FLASHING 6" X S. H GALV. 813E OF FL45HING Sep f0 Once all construction N complete, resume the bubae wrap from the Inside and outside orthe window. If ronswery, dean DIe AT XNEEL VERTICAL WALL TRASHING CgNT. AT NNEswAu blocks with a hills deter nt and were water u a soft cloth. T ENTRY PLASTER ST SEALANT - - - - - - - Poor Failure to follow these procedures will void any and all warranties. SHINGLES 8" X 6" H GALV. nASHING CONT. s„ s„ 6„ 6H sn - se m GENERAL NOTE: " FLASHING DETAILS L- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, „ g 1 6' ^ " 3" 3" 3 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 6" 6" 8" HOAR. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. m "§ 6" s, " 6 n n 6'. NOTE: THIS DETAIL IS REQUIRED FLA LNG AT ALL VERTICAL WALL INTERSECTIONS WEIR ROOF VALLEYS &ROOF CRICKETS. m F• * In +€ " 4fr as ~ iig am ri ri <Ji SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION o9 gg-� - SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES AND CALL OUTS.®� �m� mugs` a a 6"6" 6, 6" " FLASHING DETAIL AT CRICKET Product Approval Submittal Affidavits "��� " N � a 3 3 3" 3" 3 3n 6" 3" 3" 6" / KNEEWALL INTERSECTION " gel E �9- z I� " s" 6 6" 6" Building Address: Contractor: a m lug �4 m a 9_ 2N Be - Building Permit: 2 erg ® a8 G Product Design Manufacture Model # Attachment Approval # Pressures Method A �� 5 _ IRoofin "' z g 4 ]SPACE SPACE VENLY EVENLY - - - - INSTALLATION OF BUCK g" DADS % 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 BUCK STRIPS - 2X (DEPTH OF W'DOW ': L..' NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. - - - - AND/OR SGD FRAME MIN.) GLUE STRIP W/ 3/8" MIN PENETRATION THRU SHEATHING w/ ADHESIVE SEALANT & SCREW w/ 3/16" '` • z a 3 3 1/2" PHILLIPS FLAT HD. "TAPCON" ROOFING VENTS: _ - - - CREW MIN. 4" FROM END AND 16" C.C. DADE Florida Metal FLAMCO FASTEN WRH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP, s "Off -ridge t" E N 4" 0 I _ z N I� xJi TYPICAL ZX BUCK ROOFING UNDERLAYMENT: � TO I l' TAMKO BUILDING TAMKO No. 1 6' "6n 6" 6, e „ r, 3" 6. 3n 6e 30 UNDERIAYMENT SHALL BE APPLIED AND 1st Choice FL12328-R9 �+ N.T.S PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH INSTALLATION OF WINDOW ATTACHMENT R905.1.1 0 m U ' �—• 3„ 3" 3" BUCK STRIPS • 1x4 (DEPTH Overhead Garage Doors: 0 Ln � 6" OF WDW. FRAME MIN. GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL 2S$ Ch01CP +30.0/-30.0 CLOPAY e x 7 2"x6" P.T. WOOD JAMB WITH & SCREW W/3/16" x 2 1/2" PHILLIPS -t .' 1/2" DRYWALL 53w5 (5)1/2" DIA. x 8""J" BOLTSFLAT HD. "TAPCON" SCREW THRU "; 2nd Choice +30.0/32,0 CLOPAY 8X7 ]:,:FL16546.8 L15279s4 = O ^ R DOUBLE DOOR W/ SIDELITES DOUBLE DOOR THE WIDOW FRAME INTO MASONRY Swing DOOrS" °D ? ©I� JAMB MIN, 4" FROM END AND MIN. THERMA TRUCORP. ALL ONE 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 16° C.C. 1st Choice +67.0/-67.0 wo ¢ Q'm DAMS HOMES FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS F 20 1.12 1/8" SHIM SPACE .RUCORPSO LID L ID AND MIN. 12O.C. THEREAFTER. THE DOOR FRAME SHALL /,I O +870/87.0 THERMA TN " FL20461.1 EXT. FINISH FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM / DRIP 2nd Choice ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 WINDOW PLA9T PRO THEREAFTER. (TYPICAL ALL 4 SIDES) SEALANT U SEALANT Sidelights FLORIDA CONTRACTORS LICENSE NO. CRC1330146 i BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY SPACING AND SIZE OF TAPCONS w/ WINDOW Sliding Doors: GULFBREEZE, FLORIDA 32563 MANAFACTURER'S SPECIFICATIONS DIVISION LOCATION: TYPICAL MASONRY OPENING 1st Choice MI WINDOWS AIERIE542DrSGD FL15332.4 MIWINDOWS&DOORS SERIES"OSGD n Alum. relnfo cad FL15332.12 PORT ST" LUCIE VI Job Information: WINDOW INSTALLATION N.T.S Windows: 3540 SERIES Twln SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/50 MI WINDOWS Single Hun (fin) ANCHOR WITH MIN, 146" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 LOCATION OF BARRIER TO BE 1/-®sF 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (Hanger) OF SUFFICIENT5/8'M WOODBUCK. FL 17894.2 TAIENTIONTHR PROVIDEUGH IN FRONT OF MECH. OR APP. WHEN REQUIRED 2x E#BWD,INTOOOD EW + +50.0/-50.0 MI WINDOWS 3540 SERIES SUMENT LENGTH TO ACHIEVE Sirs' INCH MINIMUM EMBEDMENT 11/2 MINE DM04T Single HMng,f n) IN WOOD SUBSTRATE. FL17676.2 2X WOOD FRAME 3500 SERIES Single BY OTHERS is WpOD SCREW MI WINDOWS Hung (finless) frame FL17894.4 _ Mullions: o 4" DIA. CONCRETE sH�ATlfzr M•1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE N FILLED PVC. PIPE. BY OTHERS 1st Ch01Ce MI WINDOWS Mullion 3 1 APCON ANCHOR WRH SUFFICIE GTH TO CHI VE 1' FL 18504.1 c UO CAULK BETWEEN T' M-1926 Horizontal MINIMUM EMBEDMENT WITH i" MINIMUM EMBEDMENT WIT 1" MINIMUM L L S c � _ io EDGE DISTANCE FIN A ATHTNS�<1 Fixed Glass: N p7 m o EXTERIOR 3/4" 111 EOIyE ' a U) r TOP OF SLAB FXNrSH,��:` DISTANCE( 1st Ch01Ce +50.0/-50.0 MI WINDOWS M13540 FOR UNIT INSTALLATION USE 3/16"TAPCON ANCHOR WITH MIN. Si4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 A . , .. ' 1n AD m to CL m + - WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD SY OTHERS BE FILLED W/ #8 SCREWS OF SUFFICIENT O _3 LiJ = LTH. TO PROVIDE 5/8" MIN. EMBED: INTO WOOD BUCK, PERT Un li 1J4" MAX AY _ _ - gR B',f.HDTHERS SHIM SPACE Soffit: ® Model Name / Number: 1780 - I'II 'II Standard vinyl Staple 10" on center. In 1st Choice H66.0/-71.6 KAYCAN LTD of le FL16503.4 R5 .NI 'O^�" Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 f " Ir, • IP I iFlr Double 5 standard standard vinyl staples solid 144 veined ^ 145 FL12194.2 ® I Plan Issue Date: ° - r 1 Hurricane Panels: = (� 1 v 16 rr MIN. DIAMETER" County AM Monday, March 29, 2021 ® KA PROJECT NUMBER: _Z i CONCRETE FOOTING E v d St Choice Dade App. SHUTTER &L GLASS Storm Parhels 24 GA. STORM PANELS Fl16293 R3 .-i I have reviewed the above components of cladding and have approved the'F use in the structure. (Architect or Engineer of record) 21-$105 sheet: C S�5 of PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING Name: Carl A. Brown Certification Number: FI. # 56126 1 Name: Luis Pablo Torres Certification Number: FI. # 87864 N.T.S. WINDOW INSTALLATION N3.s MATERIALREFERENCE Name: Certification Number: INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP. WALL BY6IN. t1WOOD \WEATHER RESISIVVE BARRIER SEAL TOPS OF JOISTS -� UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07)fd rooco-"wa0000a0000wwoowwx,w.., HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weather - resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing underweether resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING stale: NTS FLANGED WINDOWWPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER - DOOR ROUGH OPENING '14"•1' B AD OF CONSTFL ADHESI ETO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAM'IJJ't6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SELF AD HERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING 314"-1"BEAD OF CONSTR ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING - ANGE 1 2 SEAL TOPS OF JOISTS g UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING /ri 1? HALF ROUND WINDOW V i/ SELF -ADHERED FLASHING DECK PROTECTOR SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF-ADHEPI-D FLASHING DECK PROTFCTOR DOUBLE JOIST EXTERIOR CEMT. FIN. - BUILDING PAPER SLOPE 0.3 in: 12.0 30.5 WIRE LATH BUILDING PAPER SELF -ADHERED FLASHING WINDOW UNIT SELF-ADHERI .\c 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER pL.76HId 2 WP0 i SELF -ADHERED FLASHING PATCH )HERED FLASHING Li L s STiRllt!ilt FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in FLASHING SELF -ADHERED required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING C ETAILS R ®U C T D E AILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 V 1 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be Installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive / CEMT. FIN. PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a �( manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the watef-resistive barrier is directed between the layers. BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install Self -adhered flashing In Order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. 3. Self -adhered Flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, RFlashing. Approved metal flashing, vinyl flashing, Selfadhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal clashing shall be installation and to minimize adhesive layer) -for ease of m em coded in the soli b h ) Y l i fl membranes flashing hall be a n with h manufacturer's corrosion resistant F u r&a ed embra es used as as s lied In accordance tote pp g pp SELF -ADHERED FLASHING scoring cuts instructions. All Hashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used m flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6 n x 6 Minimum) with AAMA 800 or ASTM C920 Class 2S Grade INS or greater for proper joint expansion and contraction, ASTMC3281, AAMA 812, or other approved standard as appropriate for the type of se,dant. Fluid -applied membranes used as flashing In RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT 6. Fold aSShOwO by atTOwS exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations: ADHESIVE 7. Angle of Corner may vary,. adjust folding of the flashing accordingly to fit SELF -ADHERED FLASHING ��7 tight to Comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings extend to the surface the Mechanically SCORED 032fshun exterior wall finish or to the water-reslsuve barrier complying with Section 703.2 for subsequent drainage. h RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and doe openings shall be installed In accordance with one or more of the following: r r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the ADHESIVEASaHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ W DMA 300 or FMA/AAMA/WDMA 400. 2 5 5 2. At the Intersection of Chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. S. Where exterior porches, d0CkS or stairs attach to a wall or floor assembly of wood -frame Construction. S. At wan and roof intersections. SELF -ADHERED FLASHING [WIP06 INSIDE CORNER 7. At bullt4n gutters. 2lift � 4 P08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE INSTALLATION OF THE SUCKIRECEPTOR. SLOPE 0.3 in :12.0 in (0.6 cm : 30.5 cm) SE F-ADHERED FLASHING WI F E LATH BUI DING PAPER EX ERIO,R' CE T. Flll�hj. SLOPE 0.3 in.12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER I 3 3 O SELF -ADHERED FLASHING SELF-ADMilo EMT FINISH I WINDOW SILL P ! 1 CEMTFFI NISHRPARA ETHWALL q ERED FLASHING SEL-AHEED FLASING CEMT. FINISH WINDOW HEAD Cement Plaster �\ in accordance 1 with ASTMC926 over wood2nd ". floor ..'Cement Plaster over block ' list floor ' r Note: The building pap(rr and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing -Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1/2" Cementltlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to -1/2" Cement Plast�rElrs( (;Ut Block 2 1/2" Perforated q Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor • � b I T G Fill %O ��•° taSE Q;•'Gti S �G ' % . LLu s S e ✓doe ` ,� Il ll IO�t I � L. O s. aOD 6 ygsle�5 L OD s � �g u uN QQyygg F Q 45: a{5. w W v3i � Y oo O 2�I 0LL7 OV J.N O 0 a _ WNW.FDSFNG.COM ❑ ❑. ❑ Z Z M 0 Z Z N Z d z^ fn C9 m j�-J N 'd ryNO W o Y d W g kNn==M t0 w TD -- °$� °D3Y N 14 Q o m � • DA S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L F a Z � y .H o LO Lu n m a U) m U cn m m c4 'a ®' ® J W ::D m o J m 0 (1) U) ® Model Name / Number: 1780 Plan issue Date: Monday, March 29, 2021 ® KA PROJECT NUMBER: 21-3105 Sheet: H Of: WATER PROOF DETAILS .w. �,.. I. 5„ bath duct to roof or wall ca - w/ standard 70 10x6 1wcd f = 150 .. VOW"& 6,� $}j LV it 1:,7 RJ., 14x8 1we� - 8x4 wcd �. 25 16x16 ro - 10x10 rag S 1 8 4- 16x16 rag LYlJPt il�S..Ff1[S >[ ` lfl l r i 10" 14x8 1wcd - 10x6 1 wcd 6 200 55 -., 1 1 W 8x4 1wcd 4 5" bath duct to roof or wall cc w/ standard 70 cfm bath fan 1Ox10 rag WA TVJ4 kiL A& hL 10x6 1 � 42X42 A/C SLAB 65 BY BLDR MIN 2' FROM WALL A/G 4'" 4" dryer duct - PA0 to roof cap w/dryer vent box v 0 6 0 N CZ — 0__ t � S� S O �— 0 , \U 1 &18 fbrag } C m z -« _ LU LW I. . Q Sx4 1 wcd 55 I %u.tUTA II T, N 12x6 1wcd 165 ------------------- - -------------------------- ©12x6 1wcd 165 Iih ljjd ENTRY x NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED' 1 INCH UNDERCUT BELOW DOORS TO HABITABLE' ROOM ; ,, ,1 Transfer ducts/grills sized in compliance with Florida Residential Building Cade-M1602 4 balanced return air. ,. EXCEPTIONS 1-3 F FLOOR PLAN s aie i; -r —3.-, i CODE CM W sT. LUOBE (f) a Mt w o = W Cn U F-� Q I oom \p FILE Copy Q 00— z cv CV W Q i— in Rating - Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.